Given the following data of a tract of land, determine the area east of a line running from F to C. LINE LATITUDE (m) DEPARTURE (m) AB 490.71 47.27 BC 587.12 608.89 CD -327.41 786.78 DE -1002.76 218.32 EF -122.67 -1116.62 FA 375.01 -544.64 D B Tract FABC (Area west of line FC) Tract CDEF (Area east of line FC) E A O 95.91 Hectares O 116.30 Hectares O B3.87 Hoctares O 105.54 Hectares

Given the following data of a tract of land, determine the area east of a line running from F to C. LINE LATITUDE (m) DEPARTURE (m) AB 490.71 47.27 BC 587.12 608.89 CD -327.41 786.78 DE -1002.76 218.32 EF -122.67 -1116.62 FA 375.01 -544.64 D B Tract FABC (Area west of line FC) Tract CDEF (Area east of line FC) E A O 95.91 Hectares O 116.30 Hectares O B3.87 Hoctares O 105.54 Hectares

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Convert 48 15' 26" to centesimal units O 43.4315 O 53.6191 O 31.2254 O 56.8024
2) A surveyor sets up a transit at P which is located in the middle portion of a four- sided tract of land and reads directions and measures distances, as given below, to the five corners. Find the area of the tract, in square meters. LINE BEARING DISTANCE N 41030' W Ν 38010, Ε S 70°20' E S 60°15' W AP 410.52 m ВР 532.18 m CP 450.75 m DP 590.08 m
After getting knocked out by Luffy, Don Chinjao decided to buy a lot and retire for good. The following are the data of lot survey of Don Chinjao. Find the bearing of line CD. LAT DEP DMD DA AB -310.95 469.84 BC 112.87 -673810.93 ------- CD -1099.62 65.80 1895.04 ------ DE 576.94 ---- -----e ------ EA 345.42 538.77 ----- O N.88°30'W O N.78°39'W O S.78°39'E O S.88°30'E
Q6) Determine |AB| and coordinates of points C,D,E,F,G,H and X. N 79.08g S3 111.77159 s2 S1 144.3233g E A S4 293.03739 S5 252.1676g B (grad) a (grad) S (m) Y (m) x (m) STATION Ду Дх A 70.984 632.089 B 232.964 687.333 158.090 141.338 D 188.521 E 99.712 F 118.203 G 172.782 H 97.426 116.0859g 2806279g
Compute for the unknown Line AB BC CD DE EA LINE AB BC CD DE EA Distance 300 400 250 350 277.96 DISTANCE 250 UNKNOWN 300 UNKNOWN 400 Bearing S 37 30 E S 43 15 W N 73 W UNKNOWN UNKNOWN BEARING N 73 00 W N 12 45 E S 37 30 E N 65 45 E S 43 15 W ■
B Close traverse Find the total area Өв 5 4m m' с 3.3 OA A Өс 2.78 6.45 3.56 m. 8.6 m. OD DE D 7.1 m. را
2. The buildine is to be constructed on a lot shown below. Calculate the distances of lines (1-2) and (6-7). 9 S70 21'50 E N64 25 41E 8 49.794 50.495 10 N86 52' 22"W |2 1 7 3 S54 50 45°E 56.321 4 S68 13 05 W 46.744 6. N66° 52 5TW 48.0 17 N18° 55'42"E 43.052 M.6V 10 .91N S3° 22' 11"W w 32.107 5 25.818
Question 7: the corners of the building lot ABCDE are shown in rectangular coordinates (N, E). 1) What is the area of the lot in square feet? 2) What is the distance from A to C? 3) What is the angle B-A-C? 4) Is AC parallel to ED? Explain. (80N, OE) A, (ON, OE) E (ON, 50E) (80N, 100E) (40N, 100E)
(a) Briefly explain the main reason the used of transition curves, how the transition curve is used in road geometry design and the purpose of super-elevation in combine road curve design. Q3. (b) Two straights, Al and IB, whose bearings are DDD° AI' Al" and DDD° IB' IB" respectively intersect at point I, are to be connected by a combined curve. The chainage of point / is CCCC m, while the design speed and radius have been fixed at 90 km/h and 550 m respectively. Adopting a rate of change of acceleration of 0.3 m/s. As a civil engineer have been assign to do a trial analysis of the proposed design of horizontal combine curve (T1, T2, T3 and T4) and prepared road curve setting-out data (T1 to T2, T2 to T3, T3 to T4) at 20 m intervals using deflection angle and chord distance method. (c) By adopting the coordinate of intersection point / as (YYYY N, XXXX E). Calculate the coordinate of tangent point for T1, T2, T3 and T4.
On the drawing below, Datum feature B is perpendicular to what? D 10 Ø3.000 .020 O Nothing Datum feature D O Datum feature B Datum feature C D O Datum feature A 45° 4X Ø.395-.430 Ø.500-.510 0.020M ABMCM +0.010M ADM -.375-.395 +.000MABM Ø2.000 C A 0.005MA B
THE LOT ABCDEF JS A LOSE TRAVERSE IN THE FORM OF A REGUAR HEXAGON IF HE BEARNG OF LINE AB IS N d. BACK AZIMUTH OF EF b. THE AZIMUTH OF UNE AF N 25 E, FĦND THE FOLLOWING C. BEA RING OF UNE AF d. BEARING OF UNE DE C. CORRE CT FGURE
Question: Determine the subdivided areas by a line passing through corner C and at the mid-length of the line EA. Line Distance (m) Bearing Latitude Departure AB 145.26 N 28o45’W BC 80.42 N 33o00’ E CD 82.71 S 88o30’ E DE 90.38 S 30o 28’ E EA 153.81 S 41o 46’ W Solution: